Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping
The study aims to evaluate behaviour of a prestressed box beam strengthened with the Carbon Fibre Reinforced Polymer (CFRP) under the snapping of prestressed strands. Three external prestressed box beams are tested until failure. The evaluation focuses on the load carrying capacity, cracks pattern a...
Main Authors: | , , |
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Format: | Article |
Language: | English |
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Croatian Association of Civil Engineers
2020-02-01
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Series: | Građevinar |
Online Access: | http://www.casopis-gradjevinar.hr/archive/article/2368 |
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author | Azrul A. Mutalib Mohamed H. Mussa Aizat Mohd Taib |
author_facet | Azrul A. Mutalib Mohamed H. Mussa Aizat Mohd Taib |
author_sort | Azrul A. Mutalib |
collection | DOAJ |
description | The study aims to evaluate behaviour of a prestressed box beam strengthened with the Carbon Fibre Reinforced Polymer (CFRP) under the snapping of prestressed strands. Three external prestressed box beams are tested until failure. The evaluation focuses on the load carrying capacity, cracks pattern and width, and torsional capacity of the beam. The results show that the use of CFRP causes significant reduction of beam deflection and an increase of its loading capacity under snapping effects. The cracks do not appear at the bottom of the beam where the CFRP is placed, and the torsion stiffness of the beam increases considerably. |
first_indexed | 2024-12-12T14:53:46Z |
format | Article |
id | doaj.art-82dc01fc9afa442dbfd0aef36f1967c1 |
institution | Directory Open Access Journal |
issn | 0350-2465 1333-9095 |
language | English |
last_indexed | 2024-12-12T14:53:46Z |
publishDate | 2020-02-01 |
publisher | Croatian Association of Civil Engineers |
record_format | Article |
series | Građevinar |
spelling | doaj.art-82dc01fc9afa442dbfd0aef36f1967c12022-12-22T00:20:58ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952020-02-017202.10311310.14256/JCE.2368.2018236497Behaviour of prestressed box beam strengthened with CFRP under effect of strand snappingAzrul A. MutalibMohamed H. MussaAizat Mohd TaibThe study aims to evaluate behaviour of a prestressed box beam strengthened with the Carbon Fibre Reinforced Polymer (CFRP) under the snapping of prestressed strands. Three external prestressed box beams are tested until failure. The evaluation focuses on the load carrying capacity, cracks pattern and width, and torsional capacity of the beam. The results show that the use of CFRP causes significant reduction of beam deflection and an increase of its loading capacity under snapping effects. The cracks do not appear at the bottom of the beam where the CFRP is placed, and the torsion stiffness of the beam increases considerably.http://www.casopis-gradjevinar.hr/archive/article/2368 |
spellingShingle | Azrul A. Mutalib Mohamed H. Mussa Aizat Mohd Taib Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping Građevinar |
title | Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping |
title_full | Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping |
title_fullStr | Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping |
title_full_unstemmed | Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping |
title_short | Behaviour of prestressed box beam strengthened with CFRP under effect of strand snapping |
title_sort | behaviour of prestressed box beam strengthened with cfrp under effect of strand snapping |
url | http://www.casopis-gradjevinar.hr/archive/article/2368 |
work_keys_str_mv | AT azrulamutalib behaviourofprestressedboxbeamstrengthenedwithcfrpundereffectofstrandsnapping AT mohamedhmussa behaviourofprestressedboxbeamstrengthenedwithcfrpundereffectofstrandsnapping AT aizatmohdtaib behaviourofprestressedboxbeamstrengthenedwithcfrpundereffectofstrandsnapping |